PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/20/12 EST. NO.21 TIME 01:40 PM R.E. NAME: CLARK, MARTIN 03-2A6904 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0080 522.15 E.W. @ F.A.(+) 082112 N 0254.0 0102 374.00 090412 N 0282.0 0103 374.00 090712 N 0283.0 003 0036 11,498.00 A.C. @ U.P.(+) 111912 N 36 0 0037 1,965.00 E.W. @ U.P (+) 111912 N 37 0 045 0002 1,395.70 E.W. @ F.A.(+) 100412 N 105960 0003 165.00 070312 N 0286.0 0004 88.00 070912 N 0287.0 052 0003 116.40 E.W. @ F.A.(+) 082912 N 0275.0 0005 660.00 082912 N 0284.0 053 0001 2,032.50 E.W. @ F.A.(+) 091312 N 105920 19,190.75 TOTAL THIS ESTIMATE 652,683.00 TOTAL PREVIOUS ESTIMATE 671,873.75 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/20/12 EST. NO.21 TIME 01:40 PM R.E. NAME: CLARK, MARTIN 03-2A6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2011 CEM4401 -10,000.00 11 RECVD 2011 CEM4401 10,000.00 12 STAKING REQ #52 -1,420.00 16 STAKING REQ #46 -710.00 16 0.00 -2,130.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 17 RECEIVED FHWA 1391 10,000.00 18 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/2011 -5,000.00 03 PER LTR DATED 8/2011 -5,000.00 05 PER LTR DATED 9/2011 -2,000.00 06 PER LTR DATED 10/11 -4,000.00 07 RETURN DEDUCT 8/11 5,000.00 08 RETURN DEDUCT 9/11 2,000.00 08 PER LTR DATED 12/11 -7,000.00 09 PER LTR DATED 2/12 -5,000.00 11 RETURN DEDUCT 7/11 5,000.00 11 RETURN DEDUCT 10/11 4,000.00 12 RETURN DEDUCT 12/11 7,000.00 12 RETURN DEDUCT 2/12 5,000.00 12 PER LTR DATED 8/2012 -5,000.00 17 PER LTR DATED 9/12 -10,000.00 18 PER LTR DATED 10/12 -10,000.00 19 RETURN 8/12 DEDUCT 5,000.00 19 PER LTR DATED 11/12 -10,000.00 21 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -32,130.00 PROGRAM CAS145 PAGE 1 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A6904 TIME 01:40 PM ESTIMATE NO. 21 BID OPENING 04/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 11/20/12 LOCATION RERUN PROGRESS ESTIMATE 03-NEV-49-9.7/11.2 ----------------------- DE SILVA GATES CONSTRUCTION IN NEVADA COUNTY NEAR GRASS VALLEY P O BOX 2909 FROM 0.6 KM NORTH OF ALTA SIERRA DUBLIN CA 94568 DRIVE TO 0.9 KM SOUTH OF WELLSWOOD WAY FED. AID NO. SARR-P049(148)E ,A-P049(148)E WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.750 750 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 265,000.00 14.000 14,000.00 234.000 234,000 004 450 MM TEMPORARY CULVERT M 250.0000 5,000.00 18.500 4,625 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.050 250.00 0.857 4,285 006 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 5.0000 13,000.00 3,865.800 19,329 008 TEMPORARY SILT FENCE M 5.0000 1,100.00 1,564.920 7,824 009 TEMPORARY GRAVEL BAG BERM M 40.0000 6,000.00 608.020 24,320 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 8.000 20,000 011 TEMPORARY COVER M2 2.0000 20,000.00 502.190 1,004.38 8,190.660 16,381 012 MOVE-IN/MOVE-OUT EA 300.0000 1,800.00 1.000 300.00 5.000 1,500 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,000.00 11.000 2,750 014 TEMPORARY FLARED END SECTION PROTECTION EA 250.0000 3,000.00 0.000 0 015 STREET SWEEPING LS 5,000.0000 5,000.00 0.050 250.00 0.867 4,335 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.900 4,500 017 TEMPORARY TACKED STRAW M2 0.4000 5,200.00 75,265.800 30,106 018 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.050 250.00 0.800 4,000 019 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.050 3,000.00 0.800 48,000 020 TYPE III BARRICADE EA 100.0000 3,200.00 74.000 7,400 021 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 2,600.00 213.400 4,268.00 433.928 8,678 022 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 13,450.00 13,341.700 6,670.85 22,574.660 11,287 PROGRAM CAS145 PAGE 2 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A6904 TIME 01:40 PM ESTIMATE NO. 21 BID OPENING 04/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,120.00 0.000 0 024 TRAFFIC PLASTIC DRUM EA 75.0000 10,500.00 12.000 900 025 TEMPORARY PAVEMENT MARKER EA 4.0000 5,000.00 1,104.000 4,416.00 2,138.000 8,552 026 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.050 250.00 0.800 4,000 027 TEMPORARY RAILING (TYPE K) M 25.0000 105,750.00 4,172.420 104,310 028 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 42.000 8,400 029 TEMPORARY CRASH CUSHION (TYPE ABSORB EA 5,000.0000 5,000.00 1.000 5,000 350) 030 ABANDON CULVERT EA 1,000.0000 4,000.00 0.000 0 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 032 REMOVE GATE EA 500.0000 500.00 1.000 500 033 REMOVE METAL BEAM GUARD RAILING M 10.0000 4,500.00 447.300 4,473 034 REMOVE FLARED END SECTION EA 250.0000 1,500.00 3.000 750 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 1,600.00 0.000 0 STRIPE 036 REMOVE WHITE THERMOPLASTIC TRAFFIC M 5.0000 1,300.00 272.000 1,360.00 2,295.850 11,479 STRIPE 037 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 35.00 11.700 292.50 54.890 1,372 038 REMOVE PAVEMENT MARKER EA 1.0000 23.00 103.000 103 039 REMOVE ROADSIDE SIGN EA 50.0000 1,050.00 3.000 150 040 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 0.000 0 041 REMOVE CULVERT M 50.0000 12,000.00 82.900 4,145 042 REMOVE INLET EA 1,000.0000 4,000.00 2.000 2,000 043 REMOVE HEADWALL EA 1,000.0000 6,000.00 3.000 3,000 044 RESET MAILBOX EA 250.0000 9,000.00 16.000 4,000 045 RESET ROADSIDE SIGN EA 150.0000 1,650.00 2.000 300.00 9.000 1,350 046 RELOCATE MAILBOX EA 300.0000 1,500.00 5.000 1,500 047 RELOCATE ROADSIDE SIGN EA 150.0000 1,650.00 0.000 0 048 450 MM PLASTIC PIPE LINER (NORINAL PIPE M 300.0000 39,000.00 0.000 0 SIZE) 049 CLEANING, INSPECTING AND PREPARING HOST M 70.0000 9,100.00 253.290 17,730 PIPE PROGRAM CAS145 PAGE 3 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A6904 TIME 01:40 PM ESTIMATE NO. 21 BID OPENING 04/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 38,100.00 22,469.670 33,704 051 CLEARING AND GRUBBING LS 175,000.0000 175,000.00 1.000 175,000 052 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.609 6,090 053 ROADWAY EXCAVATION M3 15.0000 648,000.00 42,520.683 637,810 054 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.178 178.00 0.805 805 055 STRUCTURE EXCAVATION M3 1.0000 410.00 410.000 410 056 STRUCTURE BACKFILL M3 1.0000 340.00 340.000 340 057 SAND BACKFILL M3 100.0000 1,900.00 0.000 0 058 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 25,800.00 275.970 8,279.10 275.970 8,279 059 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.150 15,000 060 WEED CONTROL MAT (FIBER) M2 50.0000 9,500.00 0.000 0 061 EROSION CONTROL (BLANKET) M2 2.0000 2,940.00 151.900 303 062 EROSION CONTROL (TYPE D) HA 8,000.0000 64,000.00 0.810 6,480.00 4.240 33,920 063 FIBER ROLLS M 6.0000 24,780.00 158.800 952.80 3,161.500 18,969 064 FIBER ROLL CHECK DAM M 6.0000 2,820.00 95.230 571.38 255.230 1,531 065 COMPOST (INCORPORATE) M2 3.0000 24,420.00 1,804.200 5,412 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,600.00 3.000 900.00 6.000 1,800 067 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.050 5,000.00 0.860 86,000 068 200 MM CORRUGATED HIGH DENSITY M 30.0000 3,300.00 120.000 3,600 POLYETHYLENE PIPE CONDUIT 069 250 MM CORRUGATED HIGH DENSITY M 150.0000 8,850.00 104.500 15,675 POLYETHYLENE PIPE CONDUIT 070 250 MM WELDED STEEL PIPE CONDUIT M 500.0000 20,500.00 0.000 0 (6.35 MM THICK) 071 CLASS 2 AGGREGATE BASE M3 40.0000 660,000.00 15,385.480 615,419 072 REPLACE ASPHALT CONCRETE SURFACING M3 400.0000 7,600.00 19.000 7,600 073 HOT MIX ASPHALT TONN 67.0000 1,768,800.00 205.100 13,741.70 28,199.670 1,889,377 074 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TONN 100.0000 305,000.00 0.000 0 075 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 700.0000 1,190.00 1.130 791.00 2.830 1,981 PAVEMENT INTERLAYER) 076 GEOSYNTHETIC PAVEMENT INTERLAYER M2 4.0000 5,880.00 1,470.000 5,880 PROGRAM CAS145 PAGE 4 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A6904 TIME 01:40 PM ESTIMATE NO. 21 BID OPENING 04/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SHOULDER RUMBLE STRIP STA 50.0000 1,950.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 078 CENTERLINE RUMBLE STRIP (HMA, GROUND-IN STA 50.0000 65.00 0.000 0 INDENTATIONS) 079 MEDIAN RUMBLE STRIP (HMA, GROUND-IN STA 50.0000 2,100.00 0.000 0 (INDENTATIONS) 080 DATA CORE LS 2,000.0000 2,000.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 5.0000 490.00 109.000 545.00 109.000 545 082 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 5.0000 2,650.00 382.000 1,910.00 382.000 1,910 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 5.0000 440.00 100.000 500.00 100.000 500 084 PLACE HOT MIX ASPHALT M2 10.0000 34,100.00 2,329.780 23,297.80 3,613.160 36,131 (MISCELLANEOUS AREA) 085 TACK COAT TONN 1.0000 91.00 0.000 0 086 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 165.0000 149,655.00 904.000 149,160 PILING (SOUND WALL) 087 BOX CULVERT (DEER UNDERCROSSING) M 3,500.0000 117,600.00 26.880 94,080 (F) 088 CLASS 2 CONCRETE (WINGWALLS) M3 1,000.0000 60,000.00 57.140 57,140 089 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 2,200.00 35.480 7,096 090 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 58,200.00 0.230 460.00 17.530 35,060 (F) 091 MINOR CONCRETE (SOUND WALL) M3 2,000.0000 160,000.00 12.000 24,000.00 70.000 140,000 (F) 092 ARCHITECTURAL TREATMENT (SOUNDSORB M2 260.0000 425,100.00 0.000 0 CLADDING PANEL) 093 ARCHITECTURAL TREATMENT (RANDOM STONE) M2 10.0000 12,811.00 143.000 1,430.00 281.000 2,810 (F) 094 PRECAST WALL CAP M 150.0000 123,150.00 270.000 40,500.00 525.000 78,750 (F) 095 PRECAST PILASTER CAP EA 700.0000 24,500.00 12.000 8,400 096 SOUND WALL (MASONRY BLOCK) M2 150.0000 361,500.00 460.000 69,000.00 1,264.000 189,600 (F) 097 BAR REINFORCING STEEL KG 1.0000 2,029.00 2,029.000 2,029 (F) 098 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,000.00 0.000 0 (1.6 MM-UNFRAMED) 099 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 1,800.00 0.000 0 (2.0 MM-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 210.00 0.000 0 (1.6 MM-FRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 900.00 0.000 0 (2.0 MM-FRAMED) 102 ROADSIDE SIGN - ONE POST EA 200.0000 5,200.00 21.000 4,200.00 21.000 4,200 103 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 3.000 1,200.00 3.000 1,200 PROGRAM CAS145 PAGE 5 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A6904 TIME 01:40 PM ESTIMATE NO. 21 BID OPENING 04/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 300.00 0.000 0 METHOD) 105 ARCHITECTURAL TREATMENT (51 MM X 305 MM M2 150.0000 114,900.00 763.500 114,525 (F) REDWOOD LUMBER) 106 DEER ESCAPE RAMP EA 10,000.0000 30,000.00 3.000 30,000 107 PREPARE AND STAIN CONCRETE M2 10.0000 26,180.00 1,207.000 12,070.00 1,575.000 15,750 108 300 MM ALTERNATIVE PIPE CULVERT M 225.0000 76,500.00 276.450 62,201 109 375 MM ALTERNATIVE PIPE CULVERT M 250.0000 47,500.00 172.230 43,057 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 300.0000 10,500.00 12.300 3,690 (2.01 MM THICK) 112 DRAINAGE INLET MARKER EA 100.0000 1,300.00 0.000 0 113 900 MM CORRUGATED STEEL PIPE INLET M 2,000.0000 24,000.00 1.000 2,000.00 6.000 12,000 (2.77 MM THICK) 114 600 MM HIGH DENSITY POLYETHYLENE PIPE EA 4,000.0000 12,000.00 0.000 0 ENERGY DISSIPATOR 115 300 MM ALTERNATIVE FLARED END SECTION EA 500.0000 13,500.00 26.000 13,000 116 450 MM ALTERNATIVE FLARED END SECTION EA 800.0000 8,000.00 10.000 8,000 117 CONCRETED-ROCK SLOPE PROTECTION M3 500.0000 4,500.00 6.540 3,270 (FACING, METHOD B) 118 CONCRETED-ROCK SLOPE PROTECTION M3 350.0000 9,800.00 2.600 910.00 25.670 8,984 (COBBLE, METHOD B) 119 ROCK SLOPE PROTECTION FABRIC M2 3.0000 630.00 18.000 54.00 138.620 415 120 MINOR CONCRETE (CURB AND GUTTER) M3 750.0000 13,500.00 17.700 13,275 121 MINOR CONCRETE (SIDEWALK) M3 750.0000 7,500.00 9.250 6,937 122 MINOR CONCRETE (CURB RAMP) M3 750.0000 3,000.00 4.280 3,210 123 MISCELLANEOUS IRON AND STEEL KG 4.0000 16,760.00 98.000 392.00 2,000.000 8,000 (F) 124 MISCELLANEOUS IRON AND STEEL(SOUND WALL) KG 4.0000 5,600.00 1,330.000 5,320.00 1,330.000 5,320 (F) 125 FENCE (TYPE WM, METAL POST) M 20.0000 20,600.00 263.500 5,270.00 263.500 5,270 126 DEER FENCE (TYPE WM, METAL POST) M 30.0000 50,100.00 417.500 12,525.00 417.500 12,525 127 4.6 M WIRE MESH GATE EA 2,000.0000 2,000.00 0.000 0 128 4.6 M WIRE MESH GATE (MOD) EA 2,000.0000 6,000.00 0.000 0 129 DELINEATOR (CLASS 2) EA 40.0000 4,800.00 0.000 0 130 MARKER (CULVERT) STATE EA 40.0000 520.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A6904 TIME 01:40 PM ESTIMATE NO. 21 BID OPENING 04/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MARKER (CULVERT) COUNTY EA 40.0000 840.00 0.000 0 132 HIGHWAY POST MARKER EA 40.0000 120.00 0.000 0 133 OBJECT MARKER (TYPE L-1) EA 40.0000 240.00 0.000 0 134 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 29,400.00 133.360 8,001 135 CABLE RAILING M 60.0000 2,100.00 0.000 0 136 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 1,500.00 2.000 1,500 137 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000 138 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 4,000.00 0.000 0 139 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 140 CONCRETE BARRIER (TYPE 60G) M 380.0000 125,400.00 30.480 11,582.40 30.480 11,582 141 CONCRETE BARRIER (TYPE 736S) M 150.0000 102,750.00 685.000 102,750 (F) 142 CONCRETE BARRIER (TYPE 736S MODIFIED) M 750.0000 24,000.00 32.000 24,000 (F) 143 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 8,700.00 0.000 0 144 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 8,700.00 0.000 0 145 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 860.00 0.000 0 146 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 190.00 0.000 0 (BROKEN 3.66 M - 0.92 M) 147 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 1,990.00 0.000 0 (BROKEN 10.98 M - 3.66 M) 148 PAVEMENT MARKER EA 4.0000 6,400.00 0.000 0 (RETROREFLECTIVE-RECESSED) 149 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.950 950 SYSTEM ELEMENTS DURING CONSTRUCTION 150 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.950 142,500 151 LIGHTING LS 75,000.0000 75,000.00 0.950 71,250 152 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.950 95,000 153 TRAFFIC MONITORING STATION (COUNT) LS 10,000.0000 10,000.00 0.950 9,500 154 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 155 REMOVE BASE AND SURFACING M3 10.0000 8,600.00 21.200 212.00 832.800 8,328 156 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 350.0000 112,000.00 310.840 108,794 157 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 400.0000 21,200.00 61.400 24,560 PROGRAM CAS145 PAGE 7 DATE 11/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A6904 TIME 01:40 PM ESTIMATE NO. 21 BID OPENING 04/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 11/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 290,883.91 5,995,206.17 ADJUSTMENT OF COMPENSATION 11,498.00 278,479.95 EXTRA WORK 7,692.75 393,393.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 310,074.66 6,667,079.92 158 MOBILIZATION LS 839,000.0000 839,000.00 1.000 839,000 ORIGINAL CONTRACT AMOUNT 8,393,579.00 TOTAL WORK COMPLETED 310,074.66 7,506,079.92 MATERIALS ON HAND ON SITE 136,225.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -32,130.00 TOTAL 300,074.66 7,610,174.92 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/22/10 515 05/23/11 08/16/10 02/07/13 211 356 0 0 82% 41% PROGRESS IS SATISFACTORY CLARK, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/12